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. � <br /> Emesta De Otiveira 204272 360 P.rojeCt Solufiioris FEocidd Hospital Zeph <br /> SOLAR DYNAMICS CORP. , <br /> Stability Checks [Load Set: Node 007 Combination: 0.6D + 0.6Wpx] <br /> Forces <br /> Factored Loads <br /> A�rial Force •0.31 k <br /> Moment X -2.47 ft�k <br /> Moment Z Q.41 B-k 299.5 psf 479.4 psf <br /> Shear X 0.05 k ,__, ,^_� <br /> Shear Z -0.47 k i~ �.�I Resultant=1.89 k <br /> Overburden 0 psf i / ,I <br /> Footing Weight 2.21 k i xf } <br /> Pedestat Weight Q k \ � � I Bearina Pressure <br /> � 1500 sf Z = 479.4 sf ✓ <br /> �i X i 9allow= P 9gross P <br /> i"�-.. S <br /> ` ` �_ i <br /> � �.` <br /> � _ <br /> � �� <br /> �psf ---------opsf� �.. <br /> Max pressure=479.q psf <br /> (Gross: Includes effects of footing weight and over6urden) <br /> Overturning <br /> Overturninn <br /> Wf= 2.21 k (weight of footing) <br /> WP = 0 k (weight of pedestal) <br /> Fob=qoverburden�A�-Ape�) _ (0 ps�((12.25 R')-(0.69 ft')] = 0 k <br /> OTMx=Mx-VZ(tf+HP) _ (-2.37 ft•k}-(-0.47 k)[(24 in)+(0 in}) � -1.54 ft�k <br /> RMx=(P+Wp)dz+(W�+Fob)bZ/2 = [(-0.31 k)+(0 k)](1 75 ft)+[(2.21 k)+(0 k)](3.5 ft)/2 = 3.31 ft�k <br /> FSo�_�- = 3.3'I ft-k) = 2.1577 <br /> OTMx (-1.54 ft•k) <br /> � FSo� = 2.1577 z �SoTreqd � 1.0 ✓ <br /> 1.T5 t�.75 ft OTMZ=MZ+VX(tf+Np) _ (6.A1 ft•k}+(6.05 kl�t2'�in7+�0 in)� = 0.5-3 ft�k <br /> 7�i+ RMz=(P+WP)dX+(Wf+Foy)bx/2 = [(-0.31 k)+(o k)](1.75 ft)+[(2.21 k)+(0 k)](3.5 ft)/2 = 3.31 ft•k <br /> � <br /> RMz_ _ (3.31 ft•kl <br /> FSo�=�TMZ (o.S1 ft•k) - 6.48�6 <br /> FSpry� = 6,4$O6 2 FSoTreqd = 1.0 ✓ <br /> QuickFooting 4.0{iesweb.com) ...�2�4272 364 Aroject So(utions Florida Hospital Zephyrhiiis... Page 15 af 18 �riday 22J04J15 21:02 AM <br /> � <br />